• Earthquakes and Structures
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• 제9권4호
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• pp.753-766
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• 2015

An investigation has been carried out for the propagation of torsional surface waves in an inhomogeneous prestressed layer over an inhomogeneous half space when the upper boundary plane is assumed to be rigid. The inhomogeneity in density, initial stress (tensile and compressional) and rigidity are taken as an arbitrary function of depth, where as for the elastic half space, the inhomogeneity in density and rigidity is hyperbolic function of depth. In the absence of heterogeneities of medium, the results obtained are in agreement with the same results obtained by other relevant researchers. Numerically, it is observed that the velocity of torsional wave changes remarkably with the presence of inhomogeneity parameter of the layer. Curves are compared with the corresponding curve of standard classical elastic case. The results may be useful to understand the nature of seismic wave propagation in geophysical applications.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.123-130
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• 2002

The ground-borne vibration from pile driving is causing many public discontents. However, because of the fact that the characteristics of wave propagation and attenuation are not well understood, systematic and effective vibration reduction measures can not be taken. This paper attempts to study the propagation of stress waves induced by the pile driving. To simulate the wave propagation in a semi-infinite domain, the so-called absorbing boundaries are incorporated in the finite element method and a series of numerical simulations is performed. Numerical results show that the surface displacement and velocity increase first and then decrease as the pile penetration depth becomes larges.

• 지질공학
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• 제5권3호
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• pp.237-274
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• 1995

P파의 속도측정을 이용하여 암석의 공학적 이방성을 추구하는 기법의 개선방안이 연구되었다. 대상시료는, 다른 지질공학적 자료들이 많이 축적되어 있는 영국의 Carnmrnllis 화강암 지역의 현재 강행중인 채석장에서 선택하였다. 곡면을 가지는 시편에서의 측정기법 및 천연꿀 성분의 결합재 사용, 오산화인($P_2O_5$)을 사용한 암석시료 건조법 등의 개선 방안이 본 실험에서 시도되었다. 실험결과, 2차원 평면상에서의 P파 속도의이방성이 0-4.68(%)까지의 값을 보였다. 속도최대치는 현지주응력 방향에 평행한 방향에서 측정되었다. 본 실험의 결과는 암석의 공학적 이방성을 측정하는데 있어 P파 속도치가 유용하게 쓰일 수 있음을 보여주면, 본 실험에서 시도된 개선방안들은 국내의 암석을 대상으로 한 실험에 적용될 수 있다.

• Geomechanics and Engineering
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• 제21권3호
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• pp.227-236
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• 2020

Non-destructive exploration using elastic waves has been widely used to characterize rock mass properties. Wave propagation in jointed rock masses is significantly governed by the characteristics and orientation of discontinuities. The relationship between spatial heterogeneity (i.e., joint spacing) and wavelength for elastic waves propagating through jointed rock masses have been investigated previously. Discontinuous rock masses can be considered as an equivalent continuum material when the wavelength of the propagating elastic wave exceeds the spatial heterogeneity. However, it is unclear how stress-dependent long-wavelength elastic waves propagate through a repetitive rock-joint system with multiple joints. A preliminary numerical simulation was performed in in this study to investigate long-wavelength elastic wave propagation in regularly jointed rock masses using the three-dimensional distinct element code program. First, experimental studies using the quasi-static resonant column (QSRC) testing device are performed on regularly jointed disc column specimens for three different materials (acetal, aluminum, and gneiss). The P- and S-wave velocities of the specimens are obtained under various normal stress levels. The normal and shear joint stiffness are calculated from the experimental results using an equivalent continuum model and used as input parameters for numerical analysis. The spatial and temporal sizes are carefully selected to guarantee a stable numerical simulation. Based on the calibrated jointed rock model, the numerical and experimental results are compared.

• 대한기계학회논문집
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• 제14권6호
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• pp.1417-1425
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• 1990

본 연구에서는 취성재료인 유리판이 충격을 받을 때 생기는 크랙패턴 특히, 콘 크랙의 발생 현상을 이론적으로 규명하여 취성재료의 충격파괴방지에 도움이 되게 하고져 하였으며, 판두께방향의 변형을 고려한 제1보에서의 삼차원 동탄성이론에 의한 응력해석방법을 이용하여 충돌점 및 충돌점근방에서의 변형율분포를 해석하였다. 또 한 고속 및 자유낙하 충격시험을 행하여 얻은 크랙의 패턴과 본 이론해석 결과인 변형 률 분포의 수치계산 결과와 비교함으로써 콘 크랙의 발생현상을 3차원 동탄성이론을 이용한 본 충격응력해석 방법에 의한 규명하였다. 변형률 분포의 해석은 국부변형을 고려한 Hertz의 접촉이론과 Lagrange의 고전판 이론을 이용하여 구한 충격하중계수의 크기에 따라 충격하중의 함수근사식을 바꿔가며 해석하였으며 충돌점으로 부터 0.1cm 간격으로 5cm범위까지를 해석하였다.

• 한국지반공학회논문집
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• 제25권9호
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• pp.57-66
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• 2009

예비연구(박철수 등, 2009)를 통해 철도 토공노반에 대한 새로운 품질관리 지표로서 압축파 속도와 계측 기법을 제안하였다. 제안하고자 하는 새로운 품질관리 방안은 밀도를 이용한 품질관리 과정을 동일하게 따랐으며, 다만 밀도를 설계단계의 회복탄성계수와 관련 있는 압축파 속도로 대신하였다. 이와 더불어 현장 함수비가 최적함수비의 ${\pm}2%$를 만족하도록 보완하였다. 본 연구에서는 직접도달파 기법 및 실내 압축파 계측 외에 크로스홀 시험과 공진주시험을 추가로 수행하여, 압축파 속도에 근거한 새로운 품질관리 방안의 적용성을 검증하였다. 응력이 보정된 크로스홀 시험결과는 직접도달파 시험의 결과와 잘 일치 하였고, 공진주시험 결과 또한 크로스홀 시험의 결과와 잘 일치 하였다. 압축파 속도는 이론적으로나 실무적 관점에서 철도 토공노반의 우수한 품질관리 기준임이 밝혀졌다.

• Geomechanics and Engineering
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• 제31권6호
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• pp.623-635
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• 2022

This paper presents the re-evaluation of existing piezocone penetration test (CPTu)-based shear wave velocity (V_s) equations through their application into well-documented data obtained at nine sites in six countries. The re-evaluation indicates that the existing equations are appropriate to use for any specific soil, but not for various types of clays. Existing equations were adjusted to suit all nine clays and show that the correlations between the measured and predicted V_s values tend to improve with an increasing number of parameters in the equations. An adjusted equation, which comprises a CPTu parameter and two soil properties (i.e., effective overburden stress and void ratio) with the best correlation, can be converted into a CPTu-based equation that has two CPTu parameters and depth by considering the effect of soil cementation. Then, the developed equation was verified by application to each of the nine soils and nine other worldwide clays, in which the predicted V_s values are comparable with the measured and the stochastically simulated values. Accordingly, the newly developed CPTu-based equation, which is a time-saving and economical method and can estimate V_s indirectly for any type of naturally deposited clay, is recommended for practical applications.

• 대한기계학회논문집A
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• 제26권7호
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• pp.1217-1222
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• 2002

The dynamic photoelasticity with the aid of Cranz-Shardin type high speed camera system is utilized to record the dynamically propagating behavior of the interface crack. This paper investigates the effects of the hole (existed along the path of the crack propagation) shape on the dynamic interface crack propagation behavior by comparing the experimental isochromatic fringes to the theoretical stress fields.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집A
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• pp.127-131
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• 2000

The dynamic photoelasticity with the aid of Cranz-Shardin type high speed camera system is utilized to record the dynamically propagating behavior of an interface crack. This paper investigates determined the effects of the hole (existed on the path of the crack propagation) on the crack propagation behavior by comparing the experiment isochromatic fringes to the theoretical stress fields.

• Smart Structures and Systems
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• 제19권3호
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• pp.237-241
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• 2017

The present study deals with the propagation of Love wave (a type of surface wave) in crustal layer having temperature dependent inhomogeneity. It is assumed that the inhomogeneity in the crustal layer arises due to linear temperature variation in rigidity and density. The upper boundary of the crustal layer is traction free. Numerical results for Love wave are discussed by plotting analytical curves between phase velocity against wave number and stress against depth in the presence of inhomogeneity and temperature parameters. The effects boundary condition on the Love wave propagation in the crustal layer is also analyzed. The results presented in this study would be useful for seismologists and geologists.